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I <br />O <br />N <br />N <br />0 <br />d '!t <br />M <br />O <br />;T <br />coQ <br />t <br />o <br />a <br />F <br />ins <br />LL <br />- V-11 1/4" <br />2'-0 3/4" --\ <br />cv -u <br />FRAMED BY <br />BUILDER <br />W <br />- <br />LL. <br />_- _- <br />� <br />II <br />II <br />II <br />I <br />.o. <br />FT1 <br />L -- <br />--_— <br />— -- <br />BEARING <br />HEADER <br />JJ <br />BELOW <br />FT4 <br />FT5 <br />FG1 <br />, A <br />, <br />W <br />0 <br />LO <br />F- <br />LL <br />N <br />ao <br />o <br />i14 <br />II <br />II <br />II FT6 <br />II <br />I I <br />I I FT7 <br />FT3A <br />BEARING <br />WALL <br />O <br />.•. <br />® <br />N. <br />I I LINE OF <br />II FLOOR <br />N.II ABOVE <br />N.II <br />--- FT7 NETS ON <br />-----TO I F FT3A <br />I I <br />I <br />l <br />II <br />II <br />II <br />II <br />l <br />II <br />II <br />II <br />II <br />IL <br />L_7 <br />SH1/2 34 <br />HD AT T-3" <br />- <br />N <br />rn <br />BEARING <br />WALL <br />i <br />I <br />FT2 <br />­7 <br />� <br />I� <br />FT2G <br />f <br />1f <br />FT9GE <br />� <br />M1 <br />4" CANTILEVER <br />FT8 <br />21'4" <br />8'-8" <br />SECOND FLOOR - FLOOR FRAMING PLAN <br />1 /411 = 1 1-011 <br />NO <br />30'-0" <br />CJ 1 <br />co <br />Cl) <br />CJ <br />I <br />�j U') <br />EJ7 <br />LO 21 <br />0 <br />'�/ <br />CJ3 <br />CJ3 <br />CJ5 <br />CJ5 <br />U=1016# <br />U=1015# <br />A5G <br />/A4 <br />A3 <br />A2 <br />F/ <br />ao <br />la <br />ti <br />Cl) <br />0 <br />N <br />ATTIC <br />ACCESS <br />A2 <br />A3 <br />A4A <br />U=1302# <br />A6 <br />CJ5 <br />91 <br />CJ3 <br />q <br />W LO <br />(j \33 <br />CA <br />B2 <br />\� <br />U <br />B3 <br />v <br />CJ1 <br />21'-4" I 8'-8" <br />SECOND FLOOR - ROOF FRAMING PLAN <br />1/4. = 1'-0" <br />REFER TO ENG. <br />PACK FOR CONNECTION <br />CJ5 <br />o CJ3LO <br />U <br />CJ1 ;' <br />1'-0 5/16" I. 2'-0" 1, 2'-0" <br />TYPICAL T SETBACK CORNER -SET <br />LABELING AND SPACING <br />TRUSS NOTES: <br />THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS <br />ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF <br />TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS <br />MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP <br />DRAWINGS MUST BE REVIEWED AND APPROVED BY <br />DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD <br />PRIOR TO CONSTRUCTION. <br />TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL <br />SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS <br />NECESSARY DUE TO FINAL TRUSS DESIGN OR <br />CALCULATED REACTIONS. ALL MODIFICATION TO BE <br />REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER <br />OF RECORD PRIOR TO CONSTRUCTION. <br />ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE <br />FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE <br />APPROVED BY DESIGN STYLES, INC. PRIOR TO <br />CONSTRUCTION. <br />TYPICAL TRUSS CONNECTORS <br />1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. <br />2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME <br />CONNECTIONS. <br />3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO <br />TRUSSES W/ MTS16'S. <br />4. USE HETA20 FOR ROOF TRUSS TO MASONRY <br />CONNECTIONS. <br />5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY <br />CONNECTIONS. <br />6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME <br />CONNECTIONS. <br />7. THE PREVIOUS CONNECTORS APPLY UNLESS <br />OTHERWISE NOTED. <br />- 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR <br />OTHER CONNECTIONS. <br />DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE <br />RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS <br />INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. <br />Virtual Review Assist, Inc. Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />REFER TO ENG. <br />PACK FOR <br />CONNECTION <br />TYPICAL 5' SETBACK CORNER -SET <br />LABELING AND SPACING <br />NOTE: <br />ALL VALLEY KITS MARKED "VK" OR "MVK" ARE <br />CONVENTIONALLY FRAMED. PLEASE REFER TO <br />ENGINEERING PACK FOR DETAILS <br />NOTES: <br />• FLOOR TRUSSES ARE CUTBACK 3/4" FROM <br />• EXTERIOR BLOCK WALLS. <br />• FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. <br />• SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG <br />BACK LOCATIONS. <br />• SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR <br />WALLS. <br />General Notes <br />1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES <br />AND FLAT GIRDERS HAVE THE TOP CHORD <br />PARTIALLY PAINTED GREEN TO BE INSTALLED <br />GREEN SIDE UP. <br />2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS <br />OTHERWISE NOTED. <br />3. ALL TRUSS SPACING IS 24" O.C. UNLESS <br />OTHERWISE NOTED. <br />4. PER TRUSS PLATE INSTITUTE BCSI-131 <br />RECOMMENDATION PERMANENT X-BRACING <br />SHOULD BE PLACED AT A MAXIMUM SPACING 15' <br />O.C. ACROSS THE SPAN, TO BE REPEATED AT A <br />MAXIMUM OF 20' BETWEEN EACH X-BRACE <br />THROUGHOUT THE STRUCTURE. <br />PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL <br />BRACING DETAILS. <br />RUDE LOADING SCHEDUL <br />TCLL = 20 PSF <br />TCDL = 7 PSF <br />BOLL = PSF <br />BCDL = 10 PSF <br />TOTAL = 37 PSF <br />DURATION = 1.25 <br />WIND SPD/TYPE= 145 <br />ENCLOSED <br />BLDG EXPOSURE = C <br />USAGE = RESIDENTIAL CAI" II <br />WIND IMPORTANCE FACTOR = 1 <br />UPLIFTS BASED ON= 9.2 PSF <br />DESIGN CRITERIA <br />F°DC 2920 <br />'I°PI 2()14 <br />Truss member design & connector plates <br />are designed for ASCE 7-16 and maximum <br />forces from both components and claddings <br />and main wind force resisting systems. <br />* These trusses have been reviewed to carry an <br />additional 10# psf non -concurrent bottom chord live <br />load. <br />FLOOR LOADING SCHEDUL <br />TCLL = 40 PSF <br />TCDL = 10 PSF <br />BCDL = 5 PSF <br />TOTAL = 55 PSF <br />NOTE: <br />DO NOT CUT OR ALTEP. TRUSSES WITHOUT CONSENT OF THIS <br />OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR <br />WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT <br />CARPENTER CONTRACTORS OF AMERICA, INC. 871-293-9487 <br />NOTE: <br />MULTI -PLY GIRDER CONNECTION. <br />ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND <br />OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS <br />ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. <br />NOTE: <br />ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY <br />THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE <br />IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN <br />ORDER TO AVOID REPAIRS. <br />COLUMN NOTE: <br />REFER TO FOUNDATION PLAN FOR COLUMN SIZES <br />z— Labeled End Mark <br />HANGER CHART <br />b, = HUS 26 (SIMPSON) <br />d d = LUS 24 (SIMPSON) <br />= HHUS 46 (SIMPSON) <br />J L = THA 422 (SIMPSON) <br />HEEL= 4-1/16" <br />12 <br />5 �12 <br />2X4 <br />THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID <br />IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS <br />AND ARCHITECTURAL DRAWINGS SUPERCEDE THIS <br />DOCUMENT. <br />ATTTE NTT O N f <br />DON'T LIFT SINGLE TRUSSES <br />WITH SPANS LONGER THAN <br />30' BY THE PEAK <br />CONSULT BCSI -61 <br />30' to W Span <br />30' Span or less <br />Spreader Bar <br />60 degrees <br />or less <br />I 1/2 i 2!3 to 1/2 _ I <br />Ta line span approx. Ta line span approx. <br />REFER TO BCSI -1131 <br />Truss must be set this way if crane used. <br />Truss is an example, your truss may not match. <br />Insist crane operator sets truss this way. <br />ROOF DESIGNED FOR <br />SHINGLE <br />ALL REACI°IONS OVER 5900# <br />AND UPLIFTS OVER 1()00# <br />ARE SHOWN ON ENGINEERING. <br />WAIT KEY <br />LOAD# DESCRIPTION INIT. DATE <br />R/01 <br />BASE LOAD JMD <br />07/01/15 <br />RA01 <br />LCTEXTENDED FT3A JMD <br />08/07/15 <br />RB01 <br />ADD FT7 JRH <br />10/21/16 <br />RB01 <br />LC9 JTH <br />12/7/17 <br />RB01 <br />CHANGED HANGER TO SIMPSON RDP <br />03/08/18 <br />RC01 <br />REV. FLOOR BRG. JRH <br />3/4/2020 <br />RD01 <br />REV. FLOOR SPLICING JRH <br />8/6/2020 <br />RE01 <br />UPDATED FOR LCA SHM <br />1/15/2021 <br />-:]CARPENTER <br />G� <br />CONTRACTORS <br />fly <br />OF AMERICA <br />3900 AVENUE <br />G, N, W, <br />WINTER <br />HAVEN FLORIDA 338BO <br />PHONE;( <br />800) 959-8806 <br />FAX: <br />(863) 294-2488 <br />BUILDER :LENNAR HOLIES/CENTRAL <br />PROJECT:VARIOUS <br />MODEL :1873 AMERICAN DREAM/B <br />CCA PROJ/MODEL/ALT <br />.7A2 1871B <br />ALT DESC <br />OTC <br />LOT BLOCK: <br />DESIGNER PAGE <br />. JMD <br />DATE <br />0701 2015 <br />LAN# SCALE <br />.N3191339L 1 4" g'=1' <br />N <br />N <br />0 <br />N <br />r` <br />LO <br />0 <br />w <br />LID <br />Q <br />® <br />4 <br />W <br />m <br />K � <br />= <br />Op <br />fi <br />w <br />z <br />K E <br />� <br />W <br />L r' o <br />C'7 (N <br />N <br />V -07� <br />/1 E s.. t M <br />V/ 2 O 2 o <br />Tl1 <br />V_! <br />0 <br />� IS�- o � Q <br />u o <br />.nV) <br />O 5,# <br />V Lu Q-� c <br />co E <br />W <br />L m <br />N <br />-0 <br />a <br />W <br />o� Wpi- <br />W W J W� O <br />W I— Q <br />2ZJ Y Z� <br />(DQ <br />QUCJX��l� <br />��� pw�LLVOOJO <br />QQ Z <br />pLL <br />—Q F- <br />< <br />Oz <br />�W <br />0U)OOROOm <br />�WW V3 W W�WWQDo� <br />0z <br />W�Z <br />Q W 6 <br />oa0WQozWOWWZ�QQ <br />QOW <br /><OW �0¢�< <br />-a o LLa <br />• <br />O <br />O <br />N <br />z w <br />O11.- <br />H � 0 <br />z <br />�M O <br />Lj­ <br />>- <br />Q Q 00 <br />Z F- <br />z � <br />W <br />�C:) <br />�O <br />J <br />N <br />N <br />O <br />N <br />0 <br />N <br />O <br />O <br />00 <br />O <br />CO <br />00 <br />­ <br />00 <br />­ <br />O <br />N <br />O <br />O <br />r <br />04 <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />C6 <br />N <br />On <br />O <br />O <br />6 <br />O <br />00 <br />C <br />N <br />A <br />r <br />0 <br />6 <br />G <br />O <br />O <br />N <br />O <br />C <br />O <br />•L <br />' <br />O-o000O <br />LO <br />1 CT <br />COw <br />z z <br />O <br />V <br />owv) <br />W F.. — <br />o <br />o <br />O <br />Q <br />U <br />o ry <br />Q <br />M -0 <br />~ <br />Oa=a <br />LO <br />~moz <br />H <br />=F- <br />=z <br />�— <br />(DZ> <br />J <br />Q <br />2 <br />%-2zW <br />rl` <br />a <br />Z z <br />0� <br />W N <br />Og}W <br />00 <br />mzm <br />z �--I <br />z <br />Q O <br />Z <br />U <br />O"°- <br />O <br />00 <br />z <br />Q <br />J <br />LLI <br />_Z <br />LAST PLOT DATE <br />Jul. 15, 22 <br />Z 0 <br />2ND FLOOR <br />ROOF <br />J <br />FRAMING PLAN B <br />hA 111 <br />